Please use this identifier to cite or link to this item: http://hdl.handle.net/11189/8679
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dc.contributor.authorOlabode, G.S.en_US
dc.contributor.authorOlorundare, O.F.en_US
dc.contributor.authorSomerset, Vernon Sydwillen_US
dc.date.accessioned2022-07-19T13:26:38Z-
dc.date.available2022-07-19T13:26:38Z-
dc.date.issued2020-
dc.identifier.citationOlabode, G.S., Olorundare, O.F. & Somerset, V.S. 2020. Physicochemical properties of wastewater effluent from two selected wastewater treatment plants (Cape Town) for water quality improvement. International Journal of Environmental Science and Technology, 17: 4745-4758. [https://doi.org/10.1007/s13762-020-02788-9]en_US
dc.identifier.issn1735-2630-
dc.identifier.urihttp://hdl.handle.net/11189/8679-
dc.description.abstractEffluent from wastewater treatment plants (WWTPs) is one of the main sources of pollution that seriously affect the physicochemical parameters in water bodies. This occurs particularly when partially treated or untreated effluent is released to various aquatic ecosystems. This constitutes a potential danger to the general environment. To safeguard the lives of human, aquatic and other living organisms, regular monitoring of wastewater effluent to ascertain their compliance with both national and international regulatory limits for water quality improvement is very crucial. This research work was carried out using standard methods to evaluate ten physicochemical parameters from the effluent of two WWTPs in Cape Town, South Africa. Our findings were: temperatures (16.90–25.33 °C), pH (5.85–7.85), EC (923.00–1294.17 μS/cm), TDS (590.72– 828.27 mg/L), DO (1.30–5.50 mg/L), SO4 2− (3.23–163.18 mg/L), COD (23.70–898.58 mg/L), BOD (9.17–252.44 mg/L), Cl− (48.17–378.48 mg/L) and PO4 3− (0.10–11.32 mg/L). Temperature, pH and SO4 2− levels in the two WWTPs were within the recommended limit for wastewater discharge by the Department of Water Affairs and Forestry (DWAF), South Africa and the United State Environmental Protection Agency (USEPA). However, other parameters did not comply fully with both DWAF and USEPA standards. The result showed that effluents from these WWTPs are possible sources of pollution to the receiving water bodies and calls for enhancement of the WWTPs operations to ensure safe effluent discharge.en_US
dc.language.isoenen_US
dc.publisherSpringer Linken_US
dc.relation.ispartofInternational Journal of Environmental Science and Technologyen_US
dc.subjectPhysicochemical analysisen_US
dc.subjectwastewater treatment plantsen_US
dc.subjectwastewater effluenten_US
dc.subjectpermissible limiten_US
dc.titlePhysicochemical properties of wastewater effluent from two selected wastewater treatment plants (Cape Town) for water quality improvementen_US
dc.identifier.doihttps://doi.org/10.1007/s13762-020-02788-9-
dc.typeArticleen_US
Appears in Collections:Appsc - Journal Articles (DHET subsidised)
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